Table of Contents
On the dialog between experimentalist and
modeller in catchment hydrology: Use of soft data for multi-catchment
model Calibration
Experimentalists versus modelers
What is "soft data"?
Slide 4
3-box model
Types of soft data
Dialog between experimentalist and modeller
Evaluation rules
Model performance
Model efficiency: 0.93
Model efficiency: 0.92
Model efficiency: 0.93
Best overall performance
Reduction of parameter uncertainty
Concluding remarks
Final remark
Objectives of this talk
Evaluation rules
Slide 19
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Authors: Jeff McDonnell and Jan Seibert (Oregon State University
Dept. of Forest Engineering)
Home Page: http://www.cof.orst.edu/cof/fe/watershd/
Abstract
The use of field data for model calibration is
often limited beyond the use of streamflow information despite the general
acceptance that internal state informal are necessary for ensuring internal
model consistency. Hydrologists often have a highly detailed yet highly
qualitative understanding of dominant runoff processes-thus we usually know
much more about a catchment than we use for calibration of a model. We present
a new method where weak information (i.e., qualitative knowledge from the
experimentalist, which cannot be used as exact numbers) is made useful through
fuzzy measures of model-simulation and parameter-value acceptability. A
three-box model was developed for the Maimai catchment in New Zealand, a
particularly well-studied process-hydrological research catchment. The boxes
represent riparian, hollow and hillslope zones. These zones differ
significantly in their groundwater dynamics, physical soil characteristics,
stable isotope composition and end member chemistry. The model was calibrated
against hard data (runoff and groundwater-levels) as well as a number of
criteria derived from the weak information. Parameter sets were evaluated via:
(1) the traditional comparison of simulations with observations for hard data
such as time series of runoff and groundwater levels, (2) the acceptability of
the parameter values with respect to field knowledge (e.g., size of the
riparian zone or ratio of the hydraulic conductivity in the riparian zone
compared to that in the hollow zone) and (3) the acceptability of the
simulations with regard to field observations (e.g., size of events with
groundwater occurrence in hollow zone or peak groundwater levels in the
different zones). Using a comparatively large number of criteria for model evaluation
helped to reduce parameter uncertainty and to ensure a better process
representation. The proposed method of using weak information for model
calibration and validation is also a way to encourage dialogue between the
modeler and the experimentalist. It is also useful for comparing the value of
different field measurements in support of modeling.
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